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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.0 LAdmitted-Finance GSTIN: 08ABLPG5684N1ZX | -2.51% | ₹19.0 L | L1 | Admitted-Finance |
| 2 | L2₹19.1 LAdmitted-Finance | -1.91% | ₹19.1 L | L2 | Admitted-Finance |
| 3 | L3₹19.3 LAdmitted-Finance GSTN: 08BJHPS2975M1ZD | -1.00% | ₹19.3 L | L3 | Admitted-Finance |
| 4 | L4₹19.4 LAdmitted-Finance | -0.50% | ₹19.4 L | L4 | Admitted-Finance |
| 5 | L5₹19.5 LAdmitted-Finance GSTIN: 05AMJPK1528J1Z3, 08AGQPG7148F1Z4, 08APSPG3543D1ZW, 08AYIPG0781C1ZO, 08BEZPG3128R1ZL, 08BQJPG3670E1ZW, 09AAGPK0724P1ZF, 09BMEPS9919P1ZW, 23AAKFD0113B1ZF106 NEHRU NAGAR ROORKEE UK | CHAMPAWAT | UTTARAKHAND | 262309 | +0.00% | ₹19.5 L | L5 | Admitted-Finance |
Tender Value
₹19.5 L
EMD Value
₹39,020
Closing Date
28 Jan 2026, 4:00 pmClosed
Executive Officer Municipal Board Ladnun
Municipal Board Ladnun
Const. of cc road in w 28
2026_DLB_529732_1
NPL/2025-26/3752/46
Open Tender
Civil Works - Roads
Ladnun
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer Municipal Board Ladnun
₹39,020
Yes
16 Feb 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks
Carriage of Materials by mechanical transport including loading, unloading and stacking :: Sand, bazri, ballast, kankar upto 3 km
Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : 70 mm thick.
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. Red sand stone
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